Loading...
HomeMy WebLinkAboutD-4017058645500170 8645500180 8645500190 8645500200 8645500210 8645500220 8645500230 8645500240 8645500250 8645600040 8645600030 8645500130 8645500140 8645500150 8645500160 RIGHT OF WAY (TYPICAL) L A K E YO UN G S W A Y S E LAKE Y O U N G S C T S E -0+31 0+00 1+00 2+00 3+ 0 04+0 0 4+ 5 5 BP: -0+3 0 .79 EP: 4 + 5 4. 8 5 PI: 4+ 0 9. 8 5 PI: 0+00 .0 0 PC: 2+13 . 85 PT: 3 + 1 9. 8 5 CB#8 CB#7 CB#5 CB#6 CB#3 CB#2 S61° 1 0' 1 4. 0 0 " W 2 1 3 . 8 5 0'N3 2 ° 0 4 ' 08 . 00 "W 9 0 .0 00 ' S61° 10' 14.00"W 30.793'N32 ° 0 4 ' 0 8 .0 0 "W 45 . 000 ' L=106.00' R=70.00'Δ=86°45'44" N 173433.27 E 1306703.80 CGCG3 C301 CG CG CG3 C301 3 C301 3 C301 M MMMMMMM MMMMMMATCH EXISTING CROWN (TYPICAL) CB#9 CB#10 EX. CB#1 EX. MH#1 CG CG3 C301 CB#4 CO#1 CO#2 CO#3 CO#4 CO#5 EX. CB#2 18.00' RELOCATED NEWSPAPER STAND. FOUNDATION AND STAND TO BE INSTALLED IN-KIND TO EXISTING CONDITION. PROVIDE SMOOTH TRANSITION FROM BACK OF SIDEWALK TO EXISTING GROUND. MAXIMUM SLOPE ALLOWED IN VEGETATED AREA IS 33% RELOCATED MAILBOX STAND TO BE INSTALLED IN-KIND. SIDEWALK SHALL BE WIDENED AROUND MAILBOX TO PROVIDE A 4' MIN. CLEAR ZONE TO MEET ADA STANDARDS.4.89' EX. CB#3 RIGHT OF WAY CB#1BID SETSWP - 27 - 4017LAKE YOUNGS CT SE STORM & WATER IMPROVEMENTS PAVING & RESTORATION PLAN N Feet 1" = 20' 4020010 PAVING & RESTORATION LEGEND RESTORED CEMENT CONCRETE TRAFFIC CURB AND GUTTER RESTORED CEMENT CONCRETE SIDEWALK RESTORED UTILITY PATCH FOR FLEXIBLE PAVEMENT RESTORED CONCRETE DRIVEWAY PAVING & RESTORATION NOTES 1.ALL PROPOSED WORK IS TO MATCH EXISTING GRADES UNLESS OTHERWISE NOTED. 2.LANDSCAPED AREAS IMPACTED BY CONSTRUCTION WORK SHALL BE FULLY RESTORED TO EXISTING CONDITION. 3.CENTERLINE ALIGNMENT LAYOUT SHOWN ON SHEET C300 TO BE USED FOR LOCATING PROPOSED UTILITES ON SHEETS C400 - C502 4.UNLESS NOTED OTHERWISE, RESTORE AND ADJUST ALL UTILITY CASTINGS TO FINAL GRADE. RESTORE PAVEMENT MARKINGS WITHIN AREAS DISTURBED BY CONSTRUCTION. 5.ALL EXISTING PAVEMENT MARKINGS THAT ARE DISTURBED ARE TO BE REPLACED IN KIND PER THE CONTRACT DOCUMENTS. 6.SEE DRAWING C400 FOR STORM IMPROVEMENTS. SEE DRAWING C500 FOR WATER IMPROVEMENTS. CG 1 C301 2 C301 4 C301 5 C301 6 C301 JARE D MCDON A L DPRO FESSIONAL ENG I N E ERREGISTEREDSTATE OF WASHIN GTON05/09/19AS-BUILTAS-BUILT1 BS 06/28 JM D-401705